S02 07 from 833CM3030_CNNC FCA Corrections_CONS_BD DRAWINGS_VOL 1_05212026 1.pdf

16'-10" 3'-4"

NEW M.O.

8'- 3"

13'-41 2" 6'-4" 7'-11

4" 4'-33 8"

32'-8" 13'-4" 8'-0"

6"

2'- 1"

3'- 4"

EX

. M

.O

8'- 0"

EX

IST

IN

G

RE

ST

OO

M

6'- 8"

2'-95 8"

3'- 4"

3'- 4"

M O

'-3

1'-6"

2'-2"

5"

3"

3'-4"

NEW M.O.

4'-10"

7'- 9"

EX

IST

IN

G

RE

ST

OO

M

3'- 4"

NE

W

R .O

3'-

4"

NE

W R

.O

3"

35'-2"

EXISTING ORIGINAL

22'-11"

1969 ADDITION (NOT HISTORIC)

22'-11"

1969 ADDITION (NOT HISTORIC)

22'-11"

1969 ADDITION (NOT HISTORIC)

18'-7"

1969 ADDITION (NOT HISTORIC)

1. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

2. CONSTRUCTION COVERS WORK SHOWN ON THIS DRAWING AND

INCLUDES WORK SHOWN ON OTHER DRAWINGS.

3. TAKE CARE WHEN REMOVING DEMOLITION MATERIALS TO AVOID

DAMAGING EXISTING CONSTRUCTION AND FINISHES TO REMAIN.

FINISHES DAMAGED DURING DEMOLITION AND CONSTRUCTION SHALL

BE REPLACED AT CONTRACTORS EXPENSE. REVIEW PROTECTION

PROCEDURES WITH ARCHITECT PRIOR TO COMMENCING WORK.

4. LIMIT WORK TO AREAS DESIGNATED BY ROOM NAMES AND NUMBERS.

5. CLEAN CONSTRUCTION AREAS EVERY DAY.

6. GENERAL CONTRACTOR TO FURNISH TRAILER TO STORE ALL ITEMS TO

BE SAVED FOR REUSE AND FOR NEW MATERIAL STORAGE. REFER TO

GENERAL CONDITIONS IN SPECIFICATIONS.

7. REMOVE EXPANSION JOINT MATERIAL IN ITS ENTIRETY. CLEAN

ADJACENT SURFACES.

8. REMOVE EXISTING CONDUITS, ELECTRIC BOXES, REFRIGERANT LINES

PRIOR TO BRICK RAKING. SEE MEP DRAWINGS FOR PLACEMENT OF

NEW ITEMS.

9. SEE AE-152 FOR REMOVAL AND REPAIR OF HISTORIC ELEMENTS.

10. SEE AE-150 AND 151 FOR NEW WORK.

11. REMOVE STAINING AND BIOGROWTH FROM BRICK AND STONE

SURFACES. SEE SPECS AND NOTES FOR APPROVED CLEANING AGENTS.

12. ALL EXPOSED CONDUIT TO BE FINISHED SHERWIN WILLIAMS

"CLASSICAL WHITE".

13. RAKE ALL EXTERIOR JOINTS WITH HAND TOOLS TO A MINIMUM 34",

REMOVING ALL MORTAR FROM FACES OF BRICKS AND STONE

FOUNDATION BEING CAREFUL NOT TO DAMAGE/CHIP THE EXTERIOR

MASONRY FACE. SEE RAKING DETAIL.

14. REMOVE CRACKED BRICKS AND BRICKS WITH MISSING FACES AS

NEEDED.

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2022, Walker Federal Services, LLC

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOTES

NOT TO SCALE

KEY

REMOVALS TAG NOTES:

1. REMOVE AND DISPOSE OF EXISTING SLIDING DOOR TRACK, BLOCKING,

AND ALL NON-HISTORIC HARDWARE IN THEIR ENTIRETY. PATCH

ADJACENT MASONRY SURFACES AS NEEDED.

2. REMOVE BARN DOORS. PREPARE FOR RESTORATION AND RELOCATION.

SEE AE-152 FOR MORE DETAILS.

3. ENLARGE EXISTING 2'-10" MASONRY OPENING TO 3' 4" TO RECEIVE NEW

DOOR AND FRAME. INSTALL NEW STEEL LINTEL ABOVE AND CONTINUE

EXISTING SOLDIER COURSE ACROSS OPENING. INSTALL EXTERIOR BRICK

AND INTERIOR CMU AT EDGE OF NEW OPENING.

4. EXISTING EQUIPMENT/FURNISHINGS TO BE REMOVED BY CONTRACTOR

PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR IS TO

COORDINATE TEMPORARY STORAGE AND/OR DISPOSAL OF ALL EXISTING

ITEMS WITH CEMETERY SUPERINTENDENT PRIOR TO START OF WORK.

5. REMOVE AND DISPOSE OF EXISTING COUNTER AND CABINET, METAL

TOILET PARTITION, WATER CLOSET AND LAVATORY. SEE MECH. & ELEC.

DRAWINGS FOR MORE INFORMATION.

6. REMOVE AND DISPOSE OF EXISTING DOOR AND FRAME.

7. REMOVE EXISTING WATER CLOSET, WALL MOUNTED LAVATORY, URINAL,

AND METAL TOILET PARTITION. SEE MECH. & ELEC. DWGS. FOR MORE

INFORMATION. PATCH EXISTING ADJACENT SURFACES TO REMAIN.

8. REMOVE AND DISPOSE OF EXISTING METAL LOCKERS.

9. REMOVE AND REPLACE EXISTING WATER HEATER ON CONCRETE BASE.

10. REMOVE EXISTING ALUMINUM STORM AND WOOD ENTRANCE DOOR.

REMOVE ANY STOPS RELATED TO THE STORM DOOR. RESTORE IN THEIR

ENTIRETY.

11. REMOVE AND DISPOSE OF EXISTING OVERHEAD GARAGE DOOR, TRACK

AND HARDWARE. PATCH ADJACENT SURFACES.

12. REMOVE EXISTING PULL-DOWN ATTIC STAIR ACCESS.

13. REMOVE EXISTING WALL BASE FOR INSTALLATION OF NEW BASE.

14. REMOVE IN-TACT ALL EXTERIOR TRIM TO INCLUDE CHIMNEY CROWN,.

FASCIA, AND SOFFIT. PATCH ADJACENT SURFACES WITH LIKE MATERIALS.

15. REMOVE AND DISPOSE OF GUTTERS, DOWNSPOUTS, SUPPORTS, AND ALL

APPURTENANCES. PATCH ADJACENT SURFACES AS NEEDED. PREPARE

FOR NEW SCHEDULE GUTTERS AND DOWNSPOUTS. SEE PROPOSED

DRAWINGS FOR MORE DETAIL.

16. REMOVE AND DISPOSE OF ALL SHINGLES. ASSESS EXISTING SUBSTRATE.

REMOVE AND DISPOSE OF DAMAGED ROOF SUBSTRATE AS NEEDED.

PREPARE ADJACENT SURFACES FOR NEW SUBSTRATE AS NEEDED.

17. REMOVE AND DISPOSE OF ALL ROT. REPAIR DAMAGED RAFTERS AS

NEEDED. PATCH WITH LIKE MATERIALS. PRESERVE HISTORIC PROFILE OF

RAFTER TAILS.

18. REMOVE FLAKING PAINT ON RAFTERS, FASCIA, AND SOFFIT. SCRAPE,

SAND, CLEAN, PREPARE FOR NEW SCHEDULED FINISH.

19. REMOVE AND DISPOSE OF EXISTING KITCHENETTE AND PLUMBING LINES.

20. REMOVE WALL AND EXISTING ADJACENT CONCRETE PADS. MAKE

SURFACES FLUSH WITH ADJACENT.

EXISTING

WORK

BENCH

TO

REMAIN

NWG

REMOVE FLAKING PAINT. REPLACE

DETERIORATED SECTIONS OF SUBSTRATE

WITH LIKE MATERIALS. TYPICAL.

REMOVE OLD VENT. CLEAN

INTERIOR SPACE OF DUST AND

DEBRIS. TYPICAL.

2 2

4 4

6 6

13 13

TYP

TYP

TYP

REMOVE ALL CONDUITS AND BOXES PRIOR TO RAKING

AND REPOINTING FACADE. SEE MEP DRAWINGS FOR

PLACEMENT OF NEW DEVICES. USE NEW CONDUIT AND

SUPPORTS. ALL EXPOSED CONDUIT TO BE FINSIHED

SHERWIN WILLIAMS "CLASSICAL WHITE".

HISTORIC MAINTENANCE GARAGE

DEMOLITION

AD-150

1/4" = 1'-0"1 FLOOR PLAN - DEMOLITION

AD-150

1/4" = 1'-0"2 WEST ELEVATION - DEMOLITION

1/4" = 1'-0"3 EAST ELEVATION - DEMOLITION

1/4" = 1'-0"4 SOUTH ELEVATION - DEMOLITION

1/4" = 1'-0"5 NORTH ELEVATION - DEMOLITION

AD-150

AD-150

AD-150

Bid Set

JANUARY 7, 2026

TYP

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PRIME CONSULTANT

CONSULTANTS

EXISTING HISTORICAL CAST

IRON PILLARS

EXISTING HISTORICAL CAST

IRON PILLARS

HISTORIC PRESERVATION

GATE ENTRANCE AND FENCING

AE-001

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

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© COPYRIGHT 2022, Walker Federal Services, LLC

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOTES

NOT TO SCALE

KEY

1. CLEAN CORROSION AND RECOAT METAL WITH A CORROSION INHIBITING

COATING TO MATCH EXISTING COLOR ON THE MAIN GATE.

2. RESTORE CEMETERY MAIN ENTRANCE HISTORIC CAST IRON PILLARS IN

COMPLIANCE WITH NATIONAL PARK SERVICE PRESERVATION BRIEF 27,

THE MAINTENANCE AND REPAIR OF ARCHITECTURAL CAST IRON.

3. SEE HISTORIC PRESERVATION NOTES FOR MORE INFORMATION.

CAST IRON PILLARS

ENTRANCE PILLARS

Richard Grubb & Associates, Inc.

Cultural Resource Consultants

AE-002

4. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE

SECRETARY OF THE INTERIOR STANDARDS FOR HISTORIC PRESERVATION.

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

AE-002

1A

HISTORIC PRESERVATION

GATE ENTRANCE AND FENCING

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2022, Walker Federal Services, LLC

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

NWG

NOT TO SCALE

KEY

1 PROTECTIVE COATING DETERIORATION

ENTRANCE PLAQUES

Richard Grubb & Associates, Inc.

Cultural Resource Consultants

CEMETARY ENTRANCE PLAQUES CONSERVATION NOTES

ALL BRONZE SURFACES SHOULD BE CONSERVED FOLLOWING THE

GUIDELINES ESTABLISHED IN THE NATIONAL PARK SERVICE’S PRESERVATION

TECH NOTE SERIES, METALS NUMBER ONE: CONSERVING OUTDOOR

BRONZE SCULPTURE AND THE NATIONAL PARK SERVICE’S CONSERVE O

GRAM PUBLICATION: CARING FOR OUTDOOR BRONZE PLAQUES AND PART

II: CLEANING AND WAXING. BEFORE CONDUCTING ANY CONSERVATION

TREATMENTS ON BRONZE PLAQUES/TABLETS ENSURE THAT THE MATERIAL

IS BRONZE. GREEN CORROSION IS A SIGN THAT THE MATERIAL IS BRONZE.

WHITE OR ORANGE CORROSION, AS WELL AS A MAGNETIC SURFACE, ARE

INDICATORS THAT THE MATERIAL IS NOT BRONZE. BRONZE SHOULD BE

WAXED EVERY 2-3 YEARS.

1. CLEANING BRONZE PLAQUES

1.1. REMOVE ANY COATINGS, DIRT, ORGANIC MATERIAL, AND LOOSE

CORROSION WITH THE MOST EFFECTIVE AND GENTLEST

NON-ABRASIVE METHOD WHICH MAY INCLUDE HOT WATER,

STEAM, WATER PRESSURE, AND APPROPRIATE CLEANING

SOLVENTS SUCH AS IGEPAL OR ORVUS WA PASTE APPLIED WITH

NON-ABRASIVE RAGS OR BRUSHES.

1.2. CONDUCT LOW-PRESSURE BLAST CLEANING, IF NEEDED, WITH

CRUSHED WALNUT SHELLS (60/200 MESH RECOMMENDED)

WHERE NECESSARY TO REMOVE DAMAGING CORROSION IF

FOUND. DO NOT BLAST BRONZE WITH SAND OR GLASS BEADS. DO

NOT USE STEEL WIRE BRUSHES, STEEL WOOL, OR OTHER

INAPPROPRIATE ABRASIVE IMPLEMENTS TO REMOVE CORROSION.

WASH BRONZE WITH NON-IONIC DETERGENTS AGAIN TO REMOVE

BLASTING RESIDUE AND PREPARE FOR WAXING TREATMENT

2. WAXING BRONZE PLAQUES

2.1. USE DIFFERENT SOLVENTS TO TEST FOR WHAT TYPE OF COATING IS

ON THE PLAQUE.

2.2. MICROCRYSTALLINE WAX SHOULD BE USED FOR PLAQUES

PREVIOUSLY TREATED WITH WAX; INCRALAC FOR PLAQUES

PREVIOUSLY TREATED FOR LACQUER.

2.3. HOT WAXING:

2.3.1. IDEAL OUTDOOR TEMPERATURE TO APPLY IS 80-90 DEGREES

FAHRENHEIT.

2.3.2. FORMULA FOR MICROCRYSTALLINE HOT WAX (IS

KINDT-COLLINS 278E, 978J, 70 PERCENT-30 PERCENT MIX)

2.3.3. APPLY MIX EVENLY OVER ENTIRE SURFACE. ALLOW TO COOL

OVERNIGHT.

2.4. COLD WAXING

2.4.1. FOLLOWING THE PROCEDURE OUTLINED IN THE NATIONAL

PARK SERVICE'S CONSERVE O GRAM PUBLICATION, CARING

FOR OUTDOOR BRONZE PLAQUES, PART II: CLEANING AND

WAXING.

2.4.2. PROTECT THE SUBSTRATE: INSERT STRIPS OF

DOUBLE-LAYERED ALUMINUM FOIL BETWEEN THE PLAQUE

AND ITS SURROUNDING SUBSTRATE. COVER THE PLAQUE'S

PERIMETER AS THOROUGHLY AS POSSIBLE TO PREVENT WAX

FROM CONTACTING AND STAINING THE SUBSTRATE.

2.4.3. PREPARE THE WAX SLURRY: USING A PAINT STIRRER, SCOOP

APPROXIMATELY 1/2 CUP OF WAX FROM ITS CONTAINER AND

PLACE IT IN A SEALABLE PLASTIC CONTAINER. ADD AN EQUAL

AMOUNT OF PETROLEUM SOLVENT THROUGH A FUNNEL

INTO THE CONTAINER. STIR THE MIXTURE THOROUGHLY WITH

THE STICK, ENSURING THAT ALL LUMPS ARE ELIMINATED;

THIS PROCESS WILL TAKE AT LEAST FIVE MINUTES. THE

RESULTING SLURRY SHOULD HAVE A CONSISTENCY SIMILAR

TO HEAVY CREAM. CLEARLY LABEL THE CONTAINER “WAX”

USING A PERMANENT MARKER.

2.4.4. MOISTENING THE SUBSTRATE: IF THE SUBSTRATE BENEATH

THE PLAQUE DRIES, RE-WET IT WITH CLEAN WATER AND

MAINTAIN MOISTURE THROUGHOUT THE WAXING PROCESS

TO PREVENT WAX STAINS.

2.4.5. APPLYING THE WAX: ONCE THE PLAQUE IS FULLY DRY AFTER

CLEANING, APPLY THE WAX SLURRY WITH A LARGE, ROUND,

NATURAL-BRISTLE BRUSH. DISTRIBUTE A THIN LAYER OF WAX

OVER THE ENTIRE SURFACE OF THE PLAQUE, ENSURING IT

REACHES ALL CREVICES AND EDGES. USE ONLY A MINIMAL

AMOUNT OF WAX, ADHERING TO THE PRINCIPLE THAT “LESS

IS BETTER.”

2.4.6. AVOID CONTAMINATING SURROUNDING AREAS: TAKE CARE

TO PREVENT WAX FROM SPREADING ONTO SURROUNDING

SURFACES DURING THE APPLICATION.

2.4.7. ALLOWING SOLVENT TO EVAPORATE: WAIT FOR THE

SOLVENT TO EVAPORATE. THIS WILL BE INDICATED WHEN THE

PLAQUE APPEARS DRY, AND THE SOLVENT'S ODOR HAS

DIMINISHED.

2.4.8. REMOVING EXCESS WAX: USE PAPER TOWELS OR A CLEAN

RAG TO REMOVE ANY EXCESS WAX, PAYING PARTICULAR

ATTENTION TO AREAS WHERE WAX MAY HAVE

ACCUMULATED IN CREVICES. THIS STEP IS CRUCIAL, AS

LEFTOVER WAX WILL TURN WHITE OVER TIME AND MAY

DAMAGE THE SURFACE.

2.4.9. BUFFING THE SURFACE: USING A CLEAN COTTON RAG, BUFF

THE PLAQUE'S SURFACE WITH FIRM PRESSURE. THIS STEP

COMPRESSES THE WAX, INCREASING ITS DURABILITY AND

CREATING A SOFT SHEEN. FOR DETAILED AREAS, SUCH AS

LETTERING OR SCULPTED ELEMENTS, USE A TOOTHBRUSH TO

BUFF.

2.4.10. APPLYING A SECOND COAT: REPEAT THE PROCESS BY

APPLYING A SECOND LAYER OF WAX AND BUFFING AS

PREVIOUSLY DESCRIBED.

2.4.11. FINAL BUFFING: COMPLETE THE PROCESS BY CONDUCTING A

FINAL BUFFING OF THE ENTIRE SURFACE USING A HORSEHAIR

SHOE-POLISHING BRUSH, ENSURING A THOROUGH AND EVEN

FINISH.

HISTORIC CAST IRON BOLLARDS AND WROUGHT IRON GATE

CONSERVATION

ALL FERROUS METALS, INCLUDING THE ENTRYWAY GATES, SHOULD BE

CONSERVED FOLLOWING THE GUIDELINES OUTLINED IN THE NATIONAL

PARK SERVICE'S PRESERVATION BRIEF 27: THE MAINTENANCE AND REPAIR

OF ARCHITECTURAL CAST IRON. SEE ALSO “IRON FENCE REPAIR”:

HTTPS://WWW.NPS.GOV/ARTICLES/000/IRON-FENCE-REPAIR.HTM

1. CLEANING

1.1. REMOVE DIRT, GRIME, BIOLOGICAL GROWTH, FLAKING PAINT,

AND AREAS OF CORROSION THROUGH PHYSICAL METHODS, SUCH

AS HIGH-PRESSURE WATER BLASTING OR USING HAND TOOLS LIKE

A WIRE BRUSH OR METAL SCRAPER.

1.2. AFTER WIRE BRUSHING, THE SURFACE SHOULD BE WASHED WITH

A SOLVENT OR A NON-IONIC DETERGENT TO CLEAN IN

PREPARATION FOR PAINTING.

1.3. AVOID ABRASIVE METHODS SUCH AS SANDBLASTING THAT COULD

DAMAGE THE SURFACE.

2. CORROSION TREATMENT

2.1. FOR LIGHT AND MEDIUM CORROSION, USE A CHEMICAL RUST

CONVERTER (E.G., OSPHO) TO TREAT RUST.

2.2. APPLY A THIN COAT OF RUST CONVERTER DIRECTLY TO AFFECTED

AREAS AND ALLOW TO DRY FOR AT LEAST 24 HOURS.

2.3. FOR HEAVY CORROSION, APPLY MULTIPLE COATS AS NECESSARY

AND REMOVE ANY LOOSE POWDERY RESIDUE WITH A BRUSH OR

MINERAL SPIRITS.

3. SURFACE PATCHING

3.1. ADDRESS PITTED OR UNEVEN SURFACES WITH METAL EPOXY

COMPOUNDS OR POLYESTER-BASED PUTTIES.

3.2. SAND PATCHED AREAS SMOOTH AND LEVEL FINISH TO MATCH THE

SURROUNDING SURFACES.

4. STRUCTURAL REPAIRS

4.1. CONSULT A PROFESSIONAL WELDER FOR ANY STRUCTURAL

CRACKS, BREAKS, OR SEVERE DAMAGE REQUIRING WELDING OR

REPLACEMENT.

5. PRIMING AND PAINTING

5.1. PRIME CLEANED AND TREATED BARE METAL IMMEDIATELY WITH

A CORROSION-INHIBITING PRIMER (E.G., OIL OR ALKYD-BASED

PRIMER). IF PRIMING IS DELAYED, ANY SURFACE RUST THAT HAS

DEVELOPED SHOULD BE REMOVED WITH A WIRE BRUSH OR

EMERY CLOTH SANDPAPER PRIOR TO PRIMING.

5.2. APPLY TWO COATS OF ALKYD-BASED PAINT, ENSURING PROPER

DRYING TIME BETWEEN COATS.

5.3. AVOID USING LATEX-BASED PRIMERS OR PAINTS, AS THEY CAN

CAUSE OXIDATION.

5.4. ALL PRIMER AND PAINT SHOULD BE APPLIED WITH A BRUSH AND

NOT A PAINT SPRAYER TO PREVENT OVERSPRAY ONTO THE

CONCRETE PIERS.

RECOMMENDED PRODUCTS:

RUST CONVERTER SKYCO OSPHO METAL TREATMENT

EPOXY: FERROBOND P™ METAL FILLED EPOXY COMPOUND

PRIMER: BENJAMIN MOORE SUPER SPEC ALKYD METAL PRIMER OR

SHERWIN WILLIAMS RUST INHIBITIVE METAL PRIMER

PAINT: BENJAMIN MOORE SUPER SPEC D.T.M ALKYD OR SHERWIN

WILLIAMS INDUSTRIAL ENAMEL ALKYD

ENTRY GATE STONE PIERS

1. CLEANING:

THE STONE PIERS SHOULD BE CLEANED FOLLOWING THE GUIDELINES

PROVIDED IN THE NATIONAL PARK SERVICE'S PRESERVATION BRIEF 1:

ASSESSING CLEANING AND WATER-REPELLENT TREATMENTS FOR HISTORIC

MASONRY BUILDINGS. SEE ALSO “GENERAL CLEANING OF EXTERIOR

LIMESTONE”:

HTTPS://WWW.GSA.GOV/REAL-ESTATE/HISTORIC-PRESERVATION/HISTORIC-

PRESERVATION-POLICY-TOOLS/PRESERVATION-TOOLS-RESOURCES/

TECHNICAL-PROCEDURES/GENERAL-CLEANING-OF-EXTERIOR-LIMESTONE

1.1. USE THE GENTLEST MEANS POSSIBLE.

1.1.1. START WITH LOW-PRESSURE WATER WASHING, TYPICALLY

NOT EXCEEDING 200 PSI, TO REMOVE DIRT AND DEBRIS.

1.1.2. A MILD, NON-IONIC DETERGENT CAN BE APPLIED IF

ADDITIONAL CLEANING IS NEEDED, FOLLOWED BY GENTLE

SCRUBBING WITH A NATURAL BRISTLE BRUSH.

1.1.3. HIGH-PRESSURE WASHING, SANDBLASTING, OR ABRASIVE

METHODS SHOULD BE STRICTLY AVOIDED AS THEY CAN

IRREVERSIBLY DAMAGE THE SURFACE OF THE HISTORIC BRICK

1.2. SPOT CLEAN STUBBORN STAINS

1.2.1. TEST SMALL AREAS WITH CHEMICAL CLEANERS DESIGNED

SPECIFICALLY FOR HISTORIC MASONRY, AVOIDING THOSE

WITH HARSH ACIDS THAT CAN ERODE BRICK OR MORTAR.

1.2.2. IT IS CRITICAL TO ADHERE TO THE MANUFACTURER'S

INSTRUCTIONS, PARTICULARLY CONCERNING DILUTION RATES

AND DWELL TIMES.

1.3. RINSE

1.3.1. RINSE THE MASONRY THOROUGHLY WITH CLEAN WATER

AFTER CLEANING AND ALLOW AMPLE TIME FOR DRYING

BEFORE ANY FURTHER TREATMENT OR REPOINTING.

RECOMMENDED PRODUCTS

D/2 BIOLOGICAL SOLUTION

CATHEDRAL STONE PRODUCTS: MASONRY CLEANER - LIGHT & HEAVY DUTY;

BIO-CLEANER - BIOLOGICAL & LIGHT DUTY CLEANER IN ONE

ATLAS PRESERVATION: EACO CHEM HERITAGE RESTORER

PROSOCO: RESTORATION CLEANER; REVIVE*

2. REPOINTING:

ALL MISSING AND DETERIORATED MORTAR JOINTS SHOULD BE REPOINTED

FOLLOWING THE GUIDELINES IN NATIONAL PARK SERVICE'S PRESERVATION

BRIEF 2: REPOINTING MORTAR JOINTS IN HISTORIC MASONRY BUILDINGS.

2.1. IDENTIFY AND REMOVE INAPPROPRIATE MORTAR

2.1.1. REMOVE OPEN OR NON-HISTORIC MORTAR (E.G., PORTLAND

CEMENT) FROM JOINTS.

2.1.2. IT IS PREFERABLE TO USE SINGLE-BLADE SCREWDRIVERS OR

SMALL HAND CHISELS FOR RAKING OUT MORTAR TO AVOID

DAMAGING THE STONE FACE.

2.1.3. AVOID USING GRINDERS OR AIR CHISELS, AS THEY CAN CRACK

OR DAMAGE STONE.

2.1.4. RAKE OUT JOINTS TO A DEPTH OF 2 TO 2 ½ TIMES THE WIDTH

OF THE JOINT.

2.2. ANALYZE HISTORIC MORTAR

2.2.1. ANALYZE THE EXISTING MORTAR FOR COLOR, TEXTURE,

PARTICLE SIZE, AGGREGATE DISTRIBUTION, AND CHEMICAL

COMPOSITION. ADJUST LIME, PORTLAND CEMENT, AND SAND

RATIOS FOR COMPATIBILITY WITH HISTORIC MORTAR.

2.2.2. TINT NEW MORTAR TO MATCH EXISTING ADJACENT MORTAR

FOR CONTINUITY.

2.2.3. FOLLOW THE MANUFACTURER'S INSTRUCTIONS FOR MORTAR

PREPARATION.

2.3. PREPARE AND APPLY MORTAR

2.3.1. PRE-MOISTEN STONE AND JOINTS WITH CLEAN WATER

BEFORE APPLYING MORTAR.

2.3.2. APPLY NEW MORTAR TO MATCH THE SIZE AND PROFILE OF

THE EXISTING HISTORIC JOINTS AND CREATE NEW JOINTS

THAT ARE FLUSH OR SLIGHTLY CONCAVE.

2.3.3. REMOVE EXCESS MORTAR IMMEDIATELY USING WATER AND

SPONGES TO PREVENT DAMAGE TO THE STONE FACE.

RECOMMENDED MORTAR SUPPLIERS:

· LIMEWORKS.US

· LANCASTER

· US HERITAGE GROUP

· CATHEDRAL STONE PRODUCTS

B.A.

AE-002

Project No.

DRAWING NO.

Dwg. Of

833CM3030

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

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CONSULTANTS

: SKYCO OSPHO METAL TREATMENT SKYCO OSPHO METAL TREATMENT .

FIRE EXTINGUISHER FE

EMERGENCY & EXIT LIGHT

EXIT

TRAVEL DISTANCE

MULTI PURPOSE A-100

BUSINES/ASSEMBLY

UNCONCENTRATED

374 S.F. - FACTOR 15

LOAD 25

WASH BAY

B-100

FE

FE

FE

MULTI PURPOSE

A-100

PUBLIC

MALE

A-103

UTILITIES

A-102

IT ROOM

A-101

PUBLIC

FEMALE

A-104

CORRIDOR

A-105

STAFF

TOILET

A-106

RESTROOMS - A103

BUSINESS

158 S.F. - FACTOR 50

LOAD 2.2

RESTROOMS - A104

BUSINESS

160 S.F. - FACTOR 50

LOAD 2.2

IT ROOM - A101

BUSINESS

42 S.F. - FACTOR 100

LOAD 0.42

UTILITIES - A102

BUSINESS

66 S.F. - FACTOR 300

LOAD 0.22

S1 OCCUPANCY

WASH BAY B-100

MODERATE HAZARD STORAGE (S-1)

597 S.F.

15 NET

(597 SF)

42' - 0"

FROM GROUND LEVEL

FROM MEZZANINE

MEZZANINE ABOVE

STAFF TOILET - A106

BUSINESS

63 S.F. - FACTOR 50

LOAD 1.26

18' - 9"

36' - 5"

21' - 3"

BOOT

WASH

GENERAL:

THE VA HAS ADOPTED THE LATEST EDITION OF THE

FOLLOWING CODES & STANDARDS:

CODES, STANDARDS AND EXECUTIVE ORDERS

- VA DIRECTIVES, DESIGN MANUALS, MASTER

SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION

GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL)

- INTERNATIONAL BUILDING CODE (IBC) (SEE NOTES BELOW)

- NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

- NFPA NATIONAL FIRE CODES WITH EXCEPTION OF NFPA

5000 AND NFPA 900

- OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION

(OSHA) STANDARDS

- VA SEISMIC DESIGN REQUIREMENTS, H-18-8

- NATIONAL ELECTRICAL CODE (NEC)

- NATIONAL STANDARD PLUMBING CODE (NSPC)

- ASME BOILER AND PRESSURE VESSEL CODE

- ASME CODE FOR PRESSURE PIPING

- UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS)

INCLUDING VA SUPPLEMENT BARRIER FREE DESIGN

- BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE, AMERICAN CONCRETE INSTITUTE AND

COMMENTARY (ACI 318)

- MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE

FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL

BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION

(AISC)

- ENERGY POLICY ACT OF 2005 (EPAct)

- DOE INTERIM FINAL RULE: ENERGY CONSERVATION

STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-

FAMILY HIGH- RISE RESIDENTIAL BUILDINGS AND NEW LOW-

RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433,434 AND

- FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND

SUSTAINABLE BUILDINGS: MEMORANDUM OF

UNDERSTANDING (MOU)

- EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL

ENVIRONMENTAL, ENERGY, AND TRANSPORTATION

MANAGEMENT

- THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS.

STATED IN THE GENERAL REQUIREMENTS SECTION 01010 OF

THE VA MASTER CONSTRUCTION SPECIFICATION

- VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY -

ASHRAE STANDARD 62.1-2004

- SAFETY STANDARD FOR REFRIGERATION SYSTEMS -

ASHRAE STANDARD 15 -2007

- VA FIRE PROTECTION DESIGN MANUAL

1. FOR GENERAL SYMBOLS, MATERIALS AND ABBREVIATIONS, SEE A-001 THROUGH A-003.

2. FINISHES INCLUDING FLOOR FINISHES TO MATCH EXISTING. SEE SCHEDULE OF FINISHES

FOR MORE DETAILS.

3. FOR CEILING INFORMATION REFER TO AD-111 AND AE-111.

4. SEE AE-113 FOR WALL PARTITION DETAILS.

OCCUPANCY CLASSIFICATION

IBC: SECTION 304 BUSINESS GROUP "B" AND SECTION 311.2 STORAGE

GROUP S-1 MODERATE HAZARD STORAGE OCCUPANCY.

REQUIRED SEPARATION OF OCCUPANCY

IBC TABLE 508.4 REQUIRED SEPARATION OF

OCCUPANCIES (HOURS)

BUSINESS, AND STORAGE S-1 MODERATE HAZARD STORAGE, NO

SPRINKLERED BUILDINGS, IS PERMITTED. NO SEPARATION

REQUIREMENT.

OCCUPANT LOAD FACTOR

PER IBC 1004.1.2

100 SF/OCCUPANT LOAD FACTOR AT BUSINESS OCCUPANCY

15 NET OCCUPANT LOAD FACTOR AT MODERATE HAZARD STORAGE.

AREAS

BUSINESS AREA 1,103 GSF

MODERATE HAZARD STORAGE AREA 597 GSF

BUSINESS: 1,103 GSF / 100 SF/OCC = 12 OCCUPANTS

MODERATE HAZARD STORAGE: 720 GSF / 15 OCC/NET = 15 OCCUPANTS

TOTAL OCCUPANCY LOAD 27 OCCUPANTS

EXITS

BUSINESS AREA:

2 EXITS CLEAR WIDTH PROVIDED 68"

1 EXIT EACH BATHROOM CLEAR WIDTH 34" EACH

MODERATE HAZARD STORAGE AREA:

1 EXIT CLEAR WIDTH PROVIDED 34"

AS PER IBC TABLE 1005.1 MINIMUM EXIT WIDTH REQUIRED 44.5" CLEAR

BUILDING CODES AND STANDARDS, VA KENTUCKY

WASH BAY AND STORAGE BUILDING PROJECT.

Permitted Means of Egress Components per section 38 include; Doors, Stairs, Horizontal Exits, Ramps, Passage ways, Fire Escape Ladders, Alternating treat devices.

Travel Distance to Exit as per 38.2.6.2 shall not escede 200 ft if not equiped with automiatic sprinkler system.

As per IBC table 503, allowable height and building areas:

Type V (B) for B and S occupancy.

B occupancy. 2 stories height, 9,000 sq. ft per story.

S-1 occupancy. 2 stories height, 13,500 sq ft per story.

Unlimited area per floor.

Construction Type I (442), I (332), or Type II (222) with roof and supports complying with Class A ASTM E108 and NFPA 220.

Noncontinuous projections 6" or less from the wall and not less than 38" above the floor are permitted, per 18.2.3.4 and 19.2.3.4.

Dead End Corridors per 19.2.5.2, maximum length 30'-0".

Travel Distance to an Exit per 19.2.6 150'-0" Boiler, Mechanical and Electrical room maximum travel distance 100'-0" per 7.12.1 (1). Elsewhere travel distance 500'-0".

Fire Extinguishers per 19.3.5 and NFPA 10, required to be placed no more than 75'-0" apart.

GENERAL REQUIREMENTS: NFPA 101 LIFE SAFETY CODE.

Headroom, minimum 7'-6" with projections minimum 6'-8".

Doors, must swing in the direction of egress where numbers of occupants exceed

50. As per 7.2.1.2.3.2 door opening in means of egress shall be not less than 32" in clear width.

Egress widths factor per Table 7.3.3.1, level components 0.2" per occupant per 19.2.3.2.

1/4" = 1'-0"1 CODE REVIEW PLAN

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2022, Walker Federal Services, LLC

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOTES

NOT TO SCALE

KEY

PUBLIC RESTROOMS/WASH BAY BUILDING

LIFE SAFETY PLAN AND NOTES

AE-010

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

WASH BAY

B-100

15'-0" 6'-9 1/2"

15'-2 1/2"

CG-1

CG-1

1 2 3 4 5

A

B

D

F

C

1'-6"

WATER

HEATER

8'-7" 1'-7 1/4"

CG-1

CG-1

8'-7"6'-9 1/2"

4'-6"

NEW OPENING

3'-11" 4'-8"

4'-0"

5'- 9"

V.

I.F

3'-6"

4'-8" 3'-11"

2'- 2"

3'- 0"

6'- 8"

2'- 6"

EXIST.

STR. COL.

FOR ROOF

CG-1 CG-1

02 03

EL

EC

PA

NE

L

ED

G

E O

F M

EZ

ZA

NI

NE

A

BO

VE

FE

FE

NEW AHU. SEE

MECHANICAL

DRAWINGS FOR

MORE INFORMATION

EYE

WASH

FD

PRESSURE

WASHER

FD FD

EXISTING

CONCRETE PAD

REFER TO CIVIL

FE

BOOT

WASH

CG-1 5'-

2"

NE

W

O

PE

NI

NG

FD FD

5'- 0"

EX

IS

TI

NG

O

PE

NI

NG

'-8

MULTI PURPOSE

A-100

PUBLIC

MALE

A-103

UTILITIES

A-102

IT ROOM

A-101

PUBLIC

FEMALE

A-104

VESTIBULE

BW-117M

CORRIDOR

A-105

STAFF

TOILET

A-106

EXISTING FLOOR

FINISH TO REMAIN.

EXISTING FLOOR

FINISH TO REMAIN.

EXISTING FLOOR

FINISH TO REMAIN.

PATCH FLOOR

FINISH WITH LIKE

MATERIALS.

27'-8"

INSULATE ALL PIPES BEHIND DRYWALL

PROVIDE NEW TYPE-X DRYWALL

E

E

EE

E

B.1

EXISTING FLOOR

FINISH TO REMAIN

AE-113

AE-113

AE-115

AE-115

4 AE-115

2 TYP.

A4

A4

F6 F6

A4 N

F6

F6 F6

A6 A6

F6

AE-115

AE-115

AE-115

EXISTING FLOOR FINISH TO REMAIN. PATCH

FLOOR FINISH WITH LIKE MATERIALS.

FEATHER EDGES OF EXISTING RESTROOM

EXPANSION AREAS. APPLY NEW EPOXY

SYSTEM TO NEW AREAS. ENSURE

FEATHERED TRANSITION ZONES ARE

SMOOTH AND RECTILINEAR.

POLISH AND SEAL EXISTING CONCRETE.

ENSURE EXISTING CONCRETE IS

SMOOTH. PATCH CRACKS AS NEEDED.

SEAL WITH CONCRETE SEALER CS-1.

SEE FINISH SCHEDULE FOR DETAILS.

PROVIDE LOW-PROFILE TRANSITION

STRIP TS-1 AT ENTRANCE TO

MULTIPURPOSE ROOM. PROVIDE VINYL

COVED BASE TO MATCH EXISTING.

FLOORING AND

BASE, SAME AS

CORRIDOR.

EXISTING FLOOR

FINISH TO REMAIN.

EXISTING FLOOR

FINISH TO REMAIN.

R

R

EXISTING OUTDOOR MAT

TO BE CLEANED AND

RELOCATED

EXISTING PROPANE

TANK

EXISTING CONCRETE

PATH

R

TS-1

CG-1

FDEXISTING FLOOR DRAIN

CORNER GUARD. SALVAGE FOR REUSE.

G.C. TO PROVIDE NEW TO MATCH AS

NEEDED.

NEW FIRE EXTINGUISHER

ELECTRIC PANEL. SEE ELECTRIC

DRAWINGS FOR MORE INFORMATION.

00DOOR TAG

EXISTING DOOR TO REMAIN

E

REXISTING DOOR TO BE RELOCATED

NEW EPOXY FLOORING

1/4" = 1'-0"1 FLOOR PLAN

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2022, Walker Federal Services, LLC

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOTES

NOT TO SCALE

KEY

�1

�2

�3

�4

�5

PUBLIC RESTROOMS/WASH BAY BUILDING

FLOOR PLAN

AE-110

FLOOR PLAN GENERAL NOTES

1. FOR GENERAL SYMBOLS, MATERIALS AND ABBREVIATIONS, SEE A-001 THROUGH A-003.

2. FOR FLOOR FINISHES REFER TO AE-600 SERIES SCHEDULE OF FINISHES.

3. PATCH CEILING WITH SAME MATERIALS.

4. ALL WALLS TO MATCH EXISTING ADJACENT, UNLESS NOTED OTHERWISE.

FINISH NOTES

1. REFER TO FLOOR PLAN AND SCHEDULES FOR ADDITIONAL FINISH INFORMATION.

2. LOCATE CHANGES IN FLOOR FINISH MATERIAL UNDER CENTERLINE OF CLOSED DOOR

UNLESS OTHERWISE INDICATED.

3. ALL CEILING MATERIAL MUST HAVE CLASS "A" FIRE RATING.

4. PAINT ALL NON STAINLESS STEEL FIRE EXTINGUISHER CABINETS, VENTS, GRILLES,

PLUG STRIP, ELECTRICAL PANEL BOARDS, DIFFUSERS, AND EXPOSED DUCTS TO

MATCH ADJACENT SURFACE FINISH.

TYPICAL INTERIOR FINISHES

1. ALL WALLS TO BE PAINTED TO MATCH EXISTING ADJACENT, UNO.

2. ALL VANITY TOPS IN PUBLIC AND STAFF BATHROOMS TO BE NATURAL STONE, UNO.

3. ALL WALL APPLIED CERAMIC TILE TO MATCH EXISTING ADJACENT, UNO.

4. CORRIDOR FLOOR TO BE POLISHED CONCRETE. PUBLIC RESTROOM FLOORS TO

REMAIN EPOXY.

FINISHES

ALL NEW FINISHES TO MATCH EXISTING ADJACENT. REFER TO SCHEDULE OF FINISHES.

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

ED

G

E O

F M

EZ

ZA

NI

NE

B

EL

O W

SD

EXISTING CEILING

TO REMAIN.

MULTI PURPOSE

A-100

PUBLIC

MALE

A-103

UTILITIES

A-102

IT ROOM

A-101

PUBLIC

FEMALE

A-104

CORRIDOR

A-105

WASH BAY

B-100

VESTIBULE

BW-117M

SD

AP AP

STAFF

TOILET

A-106

STORAGE

A-107

EXISTING CEILING

TO REMAIN.

EXISTING CEILING

TO REMAIN.

8' - 0"

GYB

9' - 0"

ACT-1

8' - 6"

GYB

9' - 0"

ACT-1

EQ

EQ

8' - 0"

GYB

8' - 0"

ACT-1

8' - 0"

ACT-1

8' - 0"

ACT-1

EQ

EQ

EQ

EQ

EQ

EQ

EXL

EXL

EXL

EXL

EXL

5'-0"

1'-

1'-

3'-

0"

6'- 5"

EXISTING GRID TO

BE MODIFIED AS

SHOWN.

1 2 3 4 5

A

B

D

F

C

B.1

SD

AP

EXL

DOWNLIGHT

SMOKE DETECTORS

RETURN/EXHAUST GRILLE

SUPPLY AIR DIFFUSER

WALL SCONCE LIGHT

ACCESS PANEL (2'-0"x2'-0" UNO)

DOWNLIGHT, EXISTING

LOCATION, NEW FIXTURE

ILLUMINATED EXIT SIGN

ILLUMINATED EXIT SIGN,

DIRECTIONAL

LED LIGHT (2'-0"x4'-0")

LED LIGHT (1'-0"x4'-0")

1/4" = 1'-0"1 REFLECTED CEILING PLAN

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2022, Walker Federal Services, LLC

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOTES

NOT TO SCALE

KEY

�1

�2

�3

�4

�5

PUBLIC RESTROOMS/WASH BAY BUILDING

REFLECTED CEILING PLAN

AE-111

1. FOR GENERAL SYMBOLS, MATERIALS AND ABBREVIATIONS, SEE A-001 THROUGH A-003.

2. NEW CEILING TO MATCH EXISTING.

3. SEE AE-113 FOR WALL PARTITION DETAILS.

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

T.O. WASH BAY SLAB

T.O. SLAB

100' - 0"

TRUSS BRG

110' - 0"

98' - 0"

PRECAST SILL

102' - 8"

WASH BAY

PARAPET EDGE

117' - 8"

LIGHT ASH UNIFORM COLOR SPLIT FACE CMU TO

MATCH EXISTING ADJACENT. ALIGN COURSING AND

JOINTS.

PROVIDE AND INSTALL CONTINUOUS PRECAST

CONCRETE LEDGE TO MATCH EXISTING ADJACENT.

EXISTING 6" PREFINISHED FIBER CEMENT TRIM TO

REMAIN. PROTECT DURING CONSTRUCTION.

EXISTING PREFINISHED METAL DOWNSPOUT TO

REMAIN. PROTECT DURING CONSTRUCTION.

EXISTING PREFINISHED FIBER

CEMENT TRIM TO REMAIN.

PROTECT DURING CONSTRUCTION.

PROVIDE AND INSTALL CEMENTITIOUS LAP SIDING 6"

EXPOSURE TO MATCH EXISTING ADJACENT. INSTALL

PAINTABLE SEALANT AT BUTT JOINTS, PAINT TO MATCH.

TOLERANCE TO BE NO WIDER THAN 58", TYPICAL.

ABDF C

PAINTED HOLLOW METAL

DOOR AND FRAME

EXISTING PREFINISHED METAL GUTTER

(DARK BRONZE) TO REMAIN. PROTECT

DURING CONSTRUCTION.

5'-2"

NEW ENTRY ALCOVE

T.O. WASH BAY SLAB

EXISTING LIGHT ASH UNIFORM

COLOR SPLIT FACE CMU

EXISTING CONTINUOUS

PRECAST CONCRETE LEDGE

EXISTING 16'-0" X 12'-0"

PREFINISHED ALUMINUM

COILING OVERHEAD DOOR TO

REMAIN. PROTECT DURING

CONSTRUCTION.

EXISTING 6" PREFINISHED

FIBER CEMENT TRIM.

REMOVE 6" PREFINISHED FIBER CEMENT

TRIM. SALVAGE AS MUCH AS POSSIBLE

FOR REUSE. CLEAN PRIOR TO

REINSTALLATION.

PREFINISHED FIBER

CEMENT TRIM

EXISTING CEMENTITIOUS LAP SIDING 6" EXPOSURE.

ABDF C

REMOVE EXISTING PAINTED

HOLLOW METAL DOOR AND

FRAME. SALVAGE FOR

REUSE. CLEAN AND REPAINT

TO MATCH EXISTING PRIOR

TO REINSTALLATION.

EXISTING

BOLLARD.

TYPICAL.

T.O. SLAB

100' - 0"

TRUSS BRG

110' - 0"

98' - 0"

PRECAST SILL

102' - 8"

WASH BAY

PARAPET EDGE

117' - 8"

REMOVE SECTION OF EXTERIOR

WALL. SALVAGE EXTERIOR FINISH

MATERIALS AS MUCH AS POSSIBLE

FOR REUSE. CLEAN PRIOR TO

REINSTALLATION. INFILL WITH

LIKE MATERIALS.

1/4" = 1'-0"1 EAST ELEVATION - DEMOLITION

1/4" = 1'-0"2 EAST ELEVATION

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2022, Walker Federal Services, LLC

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOTES

NOT TO SCALE

KEY

PUBLIC RESTROOMS/WASH BAY BUILDING

EXTERIOR ELEVATIONS

AE-112

ELEVARTION GENERAL NOTES

1. FOR GENERAL SYMBOLS, MATERIALS AND ABBREVIATIONS, SEE A-001 THROUGH A-003.

2. FOR FINISHES REFER TO AE-600 SERIES SCHEDULE OF FINISHES.

3. CEILING OF ALCOVE TO BE SAME MATERIALS AND FINISH AS EXISTING. SEE

ELECTRICAL DRAWINGS FOR LIGHTING.

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

T.O. SLAB

100' - 0"

TRUSS BRG

110' - 0"

PRECAST SILL

102' - 8"

MEZZANINE

108' - 10 1/2"

A

AE-114

AE-501

FOUNDATION REF TO STRUCT

2'- 8"

SIDEWALK WHEN REQ.

REF TO FLOOR PLAN AND CIVIL

LIGHT GAUGE METAL STUD

REF TO STL STUD SUPPLIER

EXTERIOR WALL HEADER

REF TO STL STUD SUPPLIER

GYPSUM EXT SHEATHING

FIBER CEMENT LAP SIDING

CONT. PRECAST

CONCRETE LEDGE

SPLIT FACE CMU

PREFINISHED FIBER CEMENT TRIM

REF TO ELEVATIONS

EXISTING 1 1/2" STANDING SEAM

MTL ROOF OVER SLIP SHEET

EXISTING RAISED HEEL TRUSS

REF TO TRUSS MANUFACTURER

EXISTING 3/4" GYPSUM EXT SHEATHING

EXISTING 2 1/2" MTL DECKING

MTL STUD TRACK

PREFINISHED PERFORATED

MTL SOFFIT

AIR GAP

GYP BD

NEW GUTTER

CEILING. REF

TO REFLECTED

CEILING PLAN

CONTINUOUS VAPOR BARRIER

VAPOR PERMEABLE AIR BARRIER

T.O. SLAB

100' - 0"

TRUSS BRG

110' - 0"

PRECAST SILL

102' - 8"

DOOR

REF TO DOOR SCHEDULE

CONT. EXTERIOR WALL HEADER

REF TO STL STUD SUPPLIER

PREFINISHED FIBER CEMENT TRIM

CONT. PRECAST

CONCRETE LEDGE

SPLIT FACE CMU

PREFINISHED FIBER CEMENT

TRIM REF TO ELEVATIONS

EXISTING 1 1/2" STANDING SEAM

MTL ROOF OVER SLIP SHEET

EXISTING RAISED HEEL TRUSS

REF TO TRUSS MANUFACTURER

EXISTING 3/4" GYPSUM EXT SHEATHING

EXISTING 2 1/2" MTL DECKING

PREFINISHED PERFORATED

MTL SOFFIT

PREF PERFORATED

MTL SOFFIT

GYPSUM

EXT SHEATHING

LIGHT GAUGE DOOR HEADER

REF. TO STL STUD SUPPLIER

GYP BD

LIGTH GAUGE EXTERIOR WALL HEADER

REF TO STL STUD SUPPLIER

PREFINISHED FIBER CEMENT

TRIM @ 3 SIDES

INSULATION BEYOND

INSULATION

FIBER CEMENT

LAP SIDING

FIBER CEMENT LAP SIDING

GYPSUM EXT SHEATHING

FIBER CEMENT

LAP SIDING

AE-501

Sim

LIGTH GAUGE RAFTERS, REF TO

STL STUD SUPPLIER

AE-115

AE-115

BULKHEAD

108' - 0"

AE-114

Sim

3/4" = 1'-0"1 WALL SECTION STORAGE BUILDING-TYP

3/4" = 1'-0"2 WALL SECTION AT STAFF ENTRY

FIRST FLOOR PLAN

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2022, Walker Federal Services, LLC

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOT TO SCALE

KEY

PUBLIC RESTROOMS/WASH BAY BUILDING

SECTIONS

AE-113

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

AutoCAD SHX Text

CONSULTANTS

noahg Line

CG-1

CG-1

4'-6"

NEW OPENING

3'-11" 4'-8"

4'-0"

5'- 9"

V.

I.F

3'-6"

4'-8" 3'-11"

2'- 2"

EXIST.

STR. COL.

FOR ROOF

FE

BOOT

WASH

CG-1

5'- 2"

NE

W

O

PE

NI

NG

FD FD

5'- 0"

EX

IS

TI

NG

O

PE

NI

NG

'-8

/8

AE-113

AE-113

AE-115

AE-115

4 AE-115

2 TYP.

1'- 0"

3'- 2"

CL

EA

R

C

2 B

A

D

A

C

BD

COAT HOOKS AND

WALL GUARD

C

6 B

A

D

C

5 B

A

D

MOP HOLDER

NEW WATER HEATER,

SEE PLUMBING

DRAWINGS

SHELF

PREFAB.

24"x24"

MOP SINK

BASE TO MATCH

EXISTING

PT-1

FIBER REINFORCED

PANEL

5'- 0"

PAPER TOWEL

W/ WASTE BASKETPT-1

MIRROR

SSF-1

CT-1

PT-1

SSF-1

6'- 0"

CT-1

PT-1

CT-1

PT-1

CT-1

PT-1

BASE TO MATCH

EXISTING

COAT HOOK

BASE TO MATCH

EXISTING

BASE TO MATCH

EXISTING

WALL

GUARD

BASE TO MATCH

EXISTING

PT-1

CT-1

PT-1

BASE TO MATCH

EXISTING

PT-1PT-1

1D

STONE CAP ON

KNEE WALL

PT-1

STONE

SHOWER

THRESHOLD

BASE TO MATCH

EXISTING

PT-1

PT-1

MATCH EX.

CHAIR RAIL.

TYPICAL.

COAT HOOKCOAT HOOKS AND

WALL GUARD

3'-0"

BOOT WASH

4'-10"

BOOT WASH

WATER

FOUNTAINS

ICE

MACHINE

CG-1

FE

FD

PAPER TOWEL

W/ WASTE BASKET

CG-1

WALL GUARD

CHANGING TABLE

SSF-1

PHENOLIC TOILET

PARTITION

MIRROR

TRANSITION TILE TO PAINT AT FULL TILE, BULL

NOSE. OPTION: SCHLUTER STRIP. TYPICAL.

CT-1

PT-1

EXISTING COVE HEATER TO

REMAIN. SHIFT AS NECESSARY

PT-1PT-1

PT-1

PT-1PT-1PT-1PT-1PT-1

CT-1CG-1

PHENOLIC TOILET

PARTITION

HAND DRYER

BASE TO MATCH

EXISTING. TYPICAL

HAND DRYER CHANGING

TABLE

PAPER TOWEL

W/ WASTE BASKET

SSF-1

MIRROR

WALL

GUARD

EQ EQ

EXISTING COVE

HEATER TO REMAIN.

PT-1PT-1PT-1PT-1

PT-1

PT-1PT-1

CT-1

PHENOLIC TOILET

PARTITION

PHENOLIC TOILET

PARTITION

PT-1

CT-1

TRANSITION TILE TO PAINT

AT FULL TILE. TYPICAL.CG-1

BASE TO MATCH

EXISTING

FINISH NOTES

1. FOR GENERAL SYMBOLS, MATERIALS AND ABBREVIATIONS, SEE A-001 THROUGH A-003.

2. ALL PAINT, TILE, AND BASE TO MATCH EXISTING. REFER TO FLOOR PLAN, INTERIOR

ELEVATIONS, AND FINISH SCHEDULE FOR ADDITIONAL FINISH INFORMATION.

3. CEILING HEIGHTS ARE MEASURED FROM FINISH FLOOR. CEILING HEIGHTS AND CEILING

MATERIALS/FINISHES CALLED OUT ON THE REFLECTED CEILING PLAN ARE FOR ENTIRE

CEILING OR MAJORITY OF THAT ROOM, UNLESS OTHERWISE INDICATED. SEE REFLECTED

CEILING PLAN FOR CHANGES IN CEILING MATERIAL AND CEILING HEIGHT.

FOR CEILING INFORMATION, REFER TO AE-111.

4. LOCATE CHANGES IN FLOOR FINISH MATERIAL UNDER CENTERLINE OF CLOSED DOOR

UNLESS OTHERWISE INDICATED.

5. PROVIDE SEALANT AT JOINT BETWEEN COUNTER TOP, BACK OR SIDE SPLASH AND

WALLS.

6. ALL CEILING MATERIAL MUST HAVE CLASS "A" FIRE RATING.

7. TOUCH UP PAINT AS NEEDED ALL NON SST FIRE EXTINGUISHER CABINETS, VENTS,

GRILLES, PLUG STRIP, ELECTRICAL PANEL BOARDS, DIFFUSERS, AND EXPOSED DUCTS TO

MATCH ADJACENT SURFACE FINISH.

TYPICAL INTERIOR FINISHES

1. ALL WALLS TO BE PAINTED PT-1, MATCH EXISTING CONDITION, UNO.

2. ALL VANITY TOPS IN PUBLIC AND STAFF BATHROOMS TO BE SSF-1, UNO.

3. ALL WALL APPLIED CERAMIC TILE CT-1, MATCH EXISTING CONDITION, UNO.

4. ALL FLOORS TO BE FINISHED CONCRETE, UNO.

5. PROVIDE AND MATCH PORCELAIN TILE BASE IN ROOMS WITH FLOOR TILE, UNO.

6. HOLLOW EXTERIOR METAL DOORS AND FRAMES TO BE PAINTED PT5, MATCH EXISTING

FINISH, UNO. THE SAME COLOR AND TYPE OF PAINT ON BOTH SIDES, UNO.

7. HOLLOW INTERIOR METAL DOORS AND FRAMES TO BE PAINTED PT5, MATCH EXISTING

FINISH, UNO. THE SAME COLOR AND TYPE OF PAINT ON BOTH SIDES, UNO.

1/2" = 1'-0"4 ENLARGED PLAN

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2022, Walker Federal Services, LLC

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOTES

NOT TO SCALE

KEY

PUBLIC RESTROOMS/WASH BAY BUILDING

INTERIOR ELEVATIONS

AE-114

1/4" = 1'-0"3 UTILITIES

1/4" = 1'-0"2 STAFF RESTROOM

1/4" = 1'-0"1 STAFF ENTRY CORRIDOR

A. B. C. D.

A. B. C. D.

EXISTING FIRE EXTINGUISHER

EXISTING CORNER GUARD OR MATCH EXISTING

EXISTING FLOOR DRAIN

1/4" = 1'-0"6 WOMEN'S RESTROOM

1/4" = 1'-0"5 MEN'S RESTROOM

A. B. C. D.

A. B. C. D.

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

6" CORNER BOARD TRIM

3/8" MORTAR JOINT, TYP

PARTITION

REF TO FLOOR PLAN

GAP AS PER MANUF, CAULK

CEMENTITIOUS LAP SIDING

SPLIT FACE CMU, BELOW

VAPOR PERMEABLE BARRIER

GAP AS PER MANUF, CAULK

1/

2" 4"

1"

EX

T

SH

EA

TI

NG

5/ 8"

1 1/2" 4"

AIR GAP

1"

EQ.

EXT SHEATING

5/8"

VAPOR BARRIER

EQ

T.O. SLAB

100' - 0"

PRECAST SILL

102' - 8"

EXTERIOR GYP SHEATHING

VAPOR PERMEABLE BARRIER

CONTINUOUS PRECAST

CONCRETE LEDGE

AIR CAVITY

SPLIT FACE CMU VENEER

MORTAR MESH

CONCRETE SIDEWALK- ELEV VARIES.

REF TO CIVIL

1/2" EXPANSION JOINT MATERIAL

CONTINUOUS THRU-

WALL FLASHING

CONTINUOUS 6" HIGHT PEEL &

STICK MEMBRANE FLASHING

CEL VENTS @ 2' -0" O.C.

STARTER STRIP

CEMENTITIOUS LAP SIDING

CONCRETE SLAB

REF TO STRUCTURAL

1/2" EXPANSION JOINT MATERIAL

CONTINUOUS SEALANT

WALL REFER TO FLOOR PLAN

VAPOR BARRIER

BASE (SHOWN DASHED), REF TO

FINISH SCHEDULE

6" LIGHT GAUGE METAL STUDS

GROUT SOLID

DRIP

3- 5/

8"

METAL FLASHING

5" 1 1/2"

HM DOOR

VAPOR PERMEABLE BARRIER

1/

2" 4"

AI

R

G

AP

1"

EX

T

SH

EA

TI

NG

3/

4"

CONT. PRECAST CONCRETE LEDGE

4" SPLIT FACE CMU WALL BELOW

HM FRAME

CORNER BOARD TRIM

CEMENTITIOUS LAP SIDING

3/8" GAP BETWEEN

FRAME & PRECAST CONC.

LEDGE. BOTH SIDES.

GAP AS PER MANUF. CAULK

LIGHT GAUGE STL STUDS,

REF TO FLOOR PLANS

PARTITION

REF TO FLOOR PLANS

CONT. AIR BARRIER

CONT. AIR BARRIER

FLOOR

TRANSITION

GYP BD

CAULK W/ BACKER ROD

GYPSUM EXT SHEATHING

6" 7'

- 0

TO

F

FL

FIBER CEMENT LAP SIDING

VAPOR PERMEABLE BARRIER

BLOCKING AS NEEDED

6" BOARD TRIM

CORNER BOARD

SIDE TRIM

STARTER STRIP

CLG, REF TO REFLECTED

CEILING PLAN

ALIGN

DOOR FRAME

EXTERIOR WALL HEADER

REF TO STRUCT

SUPPLIER

METAL FLASHING METAL FLASHING

5" EXPOSED CORNER

BOARD TRIM

CEMENTITIOUS LAP SIDING

GYPSUM EXT. SHEATING

CONT. PRECAST CONCRETE LEDGE

NOTE:

FOR MORE INFORMATION

REF TO DETAIL 7/A-6.01

PARTITION, REF TO FLOOR PLAN

EQ.

EQ

1 1/2" = 1'-0"2 LAP SIDING OUTSIDE CORNER

1 1/2" = 1'-0"1 SPLIT FACE CMU VENEER

1 1/2" = 1'-0"5 LAP SIDING INSIDE CORNER @ STAFF ENTRY

1 1/2" = 1'-0"3 BULK HEAD DETAIL

1 1/2" = 1'-0"4 LAP SIDING ALCOVES INSIDE CORNER

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2022, Walker Federal Services, LLC

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOT TO SCALE

KEY

PUBLIC RESTROOMS WASH BAY BUILDING

EXTERIOR DETAILS

AE-115

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

PARTITON TYPE NOTES:

1 LAYER GYB EACH

SIDE

MET STUDS

PROVIDE ACOUSTIC

BATT INSULATION ALL

PARTITIONS.

INTERIOR PARTITION TYPES (NON-COMBUSTIBLE)

SERIESA

1 LAYER GYB

MET STUDS

BATT INSULATION

(UNLESS VARIATION

CODE 'A')

SERIESF

(NOTE: DIRECT APPLIED GYB. IS TYPE F W/

NO STUD SIZE DESIGNATED)

1. FOR BACKING AND BLOCKING INFORMATION SEE BACKING/BLOCKING

SCHEDULE/NOTES AND LOADING TABLES ON THIS SHEET.

SAFING MAT'L COMPRESSED TO

FILL OPENING

1 LAYER

GYB-11

CONTROL JOINT BOTH SIDES OF WALL

MAX GAP

1/2"

TABLE 2

TABLE 3

BACKING/BLOCKING SCHEDULE/NOTES.

1. PROVIDE BACKING/BLOCKING IN GYB PARTITIONS FOR ALL WALL-HUNG ITEMS.

2. THESE ANCHORING DETAILS ARE SHOWN AS TYPICAL AND ARE NOT INTENDED TO BE ALL INCLUSIVE.

PROVIDE WOOD OR STEEL BACKING IN PARTITIONS FOR WALL HUNG ITEMS, SUCH AS WALL CABINETS, BLDG ACCESS, BATHROOM ACCESS, SHELVING, DOOR HOLD-OPENS, & STOPS, ETC, INCLUDING NIC, BY OWNER, BY

OWNER FUTURE, & RELOCATE EXITING ITEMS.

3. USE THE FOLLOWING ASSUMED LOADS TO DETERMINE BLKG & FASTENER REQUIREMENTS UNLESS

GREATER LOADS ARE KNOWN.

A. S DISP, PTC, TPH, MIRRORS, COAT HOOKS, BPG, TOWEL BAR & RING, MOP HOLDER, ASH URN, ETC-USE 100lbs MOP HOLDER, ASH URN ETC - USE 100 LB.

B. HANDRAIL, BUMPER RAILS - USE 200 LB CONCENTRATED LOAD.

C. GRAB BARS - USE 250 LB CONCENTRATED LOAD.

D. WALL CABINETS - USE WEIGHT OF CABINET PLUS 100LB PER FOOT OF SHELF.

E. COUNTERTOPS- USE WEIGHT OF COUNTER TOP PLUS 55 LB PER FOOT OF COUNTER

F. 12" ADJ SHELVES - USE 40 LB PER BRKT

G. 18" ADJ SHELVES - USE 55 LB PER BRKT

H. 24" ADJ SHELVES - USE 83 LB PER BRKT

LOADING TABLE NOTES:

1. SEE TABLE 1 BELOW FOR SIZE OF WOOD BLKG, QUANTITY AND SIZE OF SCREWS FOR CONNECTION TO

EACH STUD.

2. SEE TABLE 2 OR 3 BELOW FOR QUANTITY AND SIZE OF SCREWS FOR CONNECTION OF WALL HUNG ITEMS, IF NOT ALREADY PROVIDED BY MFR OF WALL HUNG ITEM.

TABLE 1. MAXIMUM ALLOWABLE LOAD-IN POUNDS

WOOD SCREW

QUAN.

2x4 WOOD BLOCKING

2x6 WOOD BLOCKING

SIZE

LENGTH OF WALL HUNG ITEM

#6

#8

#10

#6

#8

#10

1'-4" OR LESS 2'-8" OR LESS 2'-9" OR MORE

MAXIMUM ALLOWABLE LOAD-IN POUNDS

#6

#8

#10

#12

QUANTITY OF SCREWS

LOADS BASED ON GROUP II WOOD SPECIES & SCREWS

EMBEDED IN WOOD A MIN OF 7 TIMES THE SCREW DIA WITH

SCREWS INSERTED IN SIDE GRAIN.

QUANTITY OF SCREWS

#12-14

#10-16

#8-18

#6-S12

SCREW SIZE

MAXIMUM ALLOWABLE LOAD-IN POUNDS

LOADS BASED ON PUBLISHED DATA FOR MILCOR TITELOCK SCREWS

WITH 20 GA GALV STEEL BACKING AND LIMITING CRITERIA BEING

PULLOUT STRENGTH

LOADS BASED ON GROUP II WOOD SPECIES & SCREWS EMBEDED

IN WOOD A MIN OF 7 TIMES THE SCREW DIA WITH SCREWS

INSERTED IN SIDE GRAIN ON ONE SIDE & SIDE GRAIN ON

OPPOSITE END.

BACK TO BACK STUDS

2"X4"X1/16" METAL ANGLE INSIDE

STUD TRACK ON BOTH SIDES OF

BACK TO BACK STUDS - DO NOT

FASTEN TO STUDS

STUD TRACK

GAP FOR

DEFLECTION

TOP OF STUDS

FU

LL

H

EI

G

HT

P

AR

TI

TI

O

NS

TYPICAL STUD DEFLECTION CONNECTION

1/

2"

TABLE 1

SCREW SIZE

ISOMETRIC DETAIL

AS REQD

STL. STUD

4 #10 SHT

MET SCREWS

OR

WD BLKG.

OR 12 Ga

SHT MTL

BLKG.

STUD

TRACK

4" OR 6"

x x x x

VERTICAL STUDS @ 2' - 0" MAX.

W/ GYPSUM WALL BD. 1' - 4" W/ GYPSUM LATH &

PLASTER DOUBLE STUDS FOR SUPPORTING CONC.

BACKER BOARD.

PROVIDE CONTINUOUS BRACING WHEN STUDS

EXCEED 10' - 0" & ARE FINISHED BOTH SIDES

JAMB ANCHOR CLIPS 3 PER SIDE -

COORDINATE W/ HINGE REINFORCEMENT

NOTE 1:

OMIT BRACE WHEN "D" DIMENSION IS LESS THAN 2' -

0" FOR GYP WALLBD. OR 16" FOR PLASTER

PARTITION.

CRIPPLE STUD

DO NOT ANCHOR TO

BEARING STUD

GYPSUM

WALLBD.

PANELS

CONTROL

JOINT

PROVIDE SOUND

DEADENING

WHERE REQ'D.

ISOMETRIC OF CONSTRUCTION JT.

SECTION A DETAIL C

JAMB ANCHORS

(FURNISHED WITH FRAME)

DETAIL D

DOUBLE STUDS

JAMB

ANCHOR SHIM AS

REQ'D.

METAL

ANCHOR CLIP

METAL DOOR

FRAME

SANITARY STOP

WHERE REQ'D.

SEC B

1/2"

CONST

JOINT

SEE NOTE 1

6" M

AX

DETAIL D

SEE DOOR SCHEDULE

VARIES

SHIM AS REQ'D.

DETAIL C

VA

R

IE

S

EQ

EQEQ

EQ

D

RUNNER

BET.

STUDS

MTL.

DOOR

FRAME

A A

1/2" MIN

1/ 2"

M

IN

SECTION B

STUDWIDTH

FRAME FACE

MINUS 3/16"

KYKC

3/ 4"

M

IN

JAMB DEPTH

MINUS 3/16"

FRAME FACE

MINUS 3/16"3/

4"

M

IN

1/2" M

IN

5/8" MAX

STUDWIDTH

3/ 4"

M

IN

GYPSUM

CONTROL JOINT

@ DOOR HEADS

STUDS

@ 16" OC.

BOTTOM OF STRUCT. DECK/SLAB

FIN. CLG. LINE

VARIES: SEE

REFLECTED

CEILING PLAN

FILL STUD CAVITY

W/ ACOUSTICAL

INSULAT…